Rocscience International Conference 2025 is going to take place in Sydney, Australia Read more

Search Results

Bolt Support Force

The bolt support force that is ultimately applied to a block and the orientation of the applied force (tension or shear) depend on the following factors:

  1. Bolt Deformation Mode - The mode in which a bolt intersects a wedge failure plane. The deformation mode depends on whether the failure plane is a shear (sliding) plane or a dilating (opening) plane, and also on the orientation of the bolt with respect to the plane and the sliding direction.
  2. There are six possibilities considered, as illustrated in the figure below.

    Bolt Deformation Mode
    Possible bolt deformation modes [Windsor, 1996]
  3. Bolt Tensile Capacity - The maximum Tensile Force which can be supplied by the bolt is determined from the Force Diagram and the point at which a wedge plane intersects the bolt along its length. The Force Diagram is derived from the bolt properties (e.g. Tensile Capacity, Plate Capacity, Bond Strength) entered in the Bolt Properties dialog.
  4. Bolt Orientation Efficiency - If considered, Bolt Orientation Efficiency is only applied to the Tensile Force. Bolt efficiency can be toggled on or off, and there are three possible methods of computing the efficiency.
  5. Bolt Shear Strength - Whether Shear Strength of the bolt is considered.

Applied Bolt Support Force

The following table summarizes the possibilities of applied bolt support force, for all combinations of bolt deformation mode, bolt efficiency (on/off) and shear (on/off).

Bolt Deformation Mode

Bolt Efficiency: Off

Shear: Off

Bolt Efficiency: On

Shear: Off

Bolt Efficiency: On

Shear: On

Bolt Efficiency: Off

Shear: On

A

tensile

tensile * eff

tensile * eff

tensile

B

tensile

tensile * eff

tensile * eff

tensile

C

tensile

tensile * eff

tensile * eff

tensile

D

tensile

tensile * eff

shear

shear

E

tensile

zero force

shear

shear

F

tensile

zero force

shear

shear

Table 1: Summary of bolt support force.

The Bolt Force is computed depending on the Bolt Deformation Mode and whether Bolt Orientation Efficiency and Shear Capacity are enabled.

  • tensile - the Tensile Failure capacity (without applying Bolt Efficiency), determined from the Force Diagram.
  • eff - The Bolt Orientation Efficiency factor
  • shear - The bolt Shear capacity, if the Shear Strength option is used.
  • Modes a, b, c - if a bolt is in mode a, b or c, only a tensile force will be applied, in the direction of the bolt. The tensile force will be multiplied by the Bolt Efficiency Factor if Bolt Efficiency is being used.
  • Mode d - if a bolt is in mode d, the bolt can use either tensile or shear force. If the Shear Strength option is ON, then the Shear Force will be used. Shear force is applied opposite to the sliding direction of the wedge. If the Shear Strength option is OFF, then the Tensile force will be used.
  • Modes e, f - if a bolt is in mode e or f, the bolt can use either tensile, zero, or shear force, depending on the selection of Bolt Efficiency and Shear.
  • If both Bolt Efficiency and Shear are turned OFF, then the full tensile force will be applied, in the direction of the bolt, regardless of how the bolt intersects the wedge (i.e. even if the bolt is in a shear deformation mode).
For the Toppling Analysis, bolts are modeled as an equivalent End-Anchored bolt and ONLY the tensile capacity of the bolt is taken into consideration.

Direction of Bolt Support Force

There are two possibilities for the direction of the applied bolt support force. Referring to Table 1:

  1. Tensile - For all cases marked as tensile or tensile * eff, the direction of the applied bolt support force will be in the direction of the bolt.
The direction is not affected by the bolt efficiency factor. The direction is always exactly in the direction of the bolt, even if the efficiency factor is applied.
  1. Shear - For all cases marked as shear (Shear Strength option is toggled ON), the direction of the applied bolt support force will be opposite to the sliding direction of the wedge.

A bolt can never apply both Tensile and Shear support at the same time. The two cases are completely exclusive in the RocSlope2 implementation.

Rocscience logo, click here to return to the homepage Portal Account Portal Account Log In Log Out Home Shopping Cart icon Click here to search our site Click here to close Learning Tech Support Documentation Info Chevron Delete Back to Top View More" Previous Next PDF File Calendar Location Language Fees Video Click here to visit Rocscience's LinkedIn page Click here to visit Rocscience's YouTube page Click here to visit Rocscience's X page Click here to visit Rocscience's Facebook page Click here to visit Rocscience's Instagram page Click here to visit Rocscience's Reddit page Bookmark Network Scroll down for more Checkmark Download Print Back to top Single User Multiple Users RSLog RocFall3 CPillar Dips EX3 RocFall RocPlane RocSlope3 RocSupport RocTopple RS2 RS3 RSData RSPile RSWall Settle3 Slide2 Slide3 SWedge UnWedge RocTunnel3 RocSlope2 BlastMetrix ShapeMetriX Fragmenter TestLicense Commercial License Education License Trial License Shop safe & secure Money-back guarantee